Staff profile

Marti Lloret-Cabot is an Associate Professor in Civil and Environmental Engineering in the Department of Engineering at Durham University.

He received his MEng degree in Civil Engineering at the Technical University of Catalonia (UPC, Barcelona) in 2005. After graduation, he moved to Glasgow to pursue his career as a Civil Engineer. He started working at Donaldson’s Associates (now COWI) as a Junior Geotechnical Engineer in the Glasgow and York offices. By the end of 2006, the University of Strathclyde (USTRAT) awarded him a Synergy scholarship to begin a joint PhD degree between USTRAT and the University of Glasgow (UofG) which he completed in 2011. In 2010, he moved to the Netherlands to work at Delft University of Technology (TU Delft) for two years as an Experienced Marie Curie Fellow. He then moved to Australia in 2012 where he spent about five years at the Centre of Excellence for Geotechnical Science and Engineering of the University of Newcastle (UoN, Australia). In 2017, he secured funding to develop his Individual Marie Skłodowska-Curie project "COUPLED" at UofG.

Research and Teaching

Marti’s research is in geotechnical engineering, focussing on the development of advanced constitutive models for soils to help interpreting experimental soil's behaviour and to solve geotechnical boundary value problems involving complex soil behaviour (e.g. partial saturation, anisotropy) after their subsequent implementation into finite element programs. He has also made important contributions in the area of risk and variability in geotechnical engineering. Particularly relevant is his publication on modelling the spatial variation of soil properties which received the GeoRisk 2014 Best Paper award in 2015 and the 2017 Most Cited award in 2018.

In the Department, Marti teaches in the areas of ground and structural engineering covering Soil Mechanics and Geotechnical Engineering at L3, and in L1 Mechanics of Systems. He is also the coordinator of Civil Design, inolving L3 (civil) and MSc (civil) students.

• Mechanics of saturated and unsaturated soils
• Modelling soil spatial variability
• Modelling water flow under partially saturated conditions
• Numerical and constitutive modelling of soils and soft rocks

• 2000: 2019 - 2022 Editorial Board Member for Geotechnique:
• 2000: Since 2020: Editorial Board Member of the Canadian Geotechnical Journal:

Chapter in book

• AMICE Partners
  
  Hicks, M. A., Dijkstra, J., Lloret-Cabot, M., & Karstunen, M. (2013). AMICE Partners. In Installation Effects in Geotechnical Engineering (p. 119--121). CRC Press.

Conference Paper

• Prediction of resilient modulus of unsaturated soils considering inter-particle suction bonding
  
  Rana, A., Azizi, A., Kumar, A., Lloret-Cabot, M., & Toll, D. G. (2024). Prediction of resilient modulus of unsaturated soils considering inter-particle suction bonding. In Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society (pp. 761-764). Taylor & Francis. https://doi.org/10.1201/9781003431749
• Relevance of correlation length in geotechnical engineering
  
  Lloret-Cabot, M., Zhang, K., Zhang, W., & Toll, D. (2024). Relevance of correlation length in geotechnical engineering. In N. Guerra, M. Matos Fernandes, C. Ferreira, A. Gomes Correia, A. Pinto, & P. Sêco Pinto (Eds.), Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society. Taylor and Francis.
• A non-hysteretic simplification to the Glasgow Coupled Model (GCM)
  
  Mutsvairo, T., Lloret-Cabot, M., Hughes, P., Muguda-Viswanath, S., & Dias, A. S. (2024). A non-hysteretic simplification to the Glasgow Coupled Model (GCM). In W. M. Coombs (Ed.), UKACM Proceedings 2024 (pp. 113-116). Durham University, UK Association for Computational Mechanics. https://doi.org/10.62512/conf.ukacm2024.060
• Mathematical modelling of pressure induced freezing point depression within soils exhibiting strong capillary pressure effect
  
  Lgotina, E., Mathias, S., Lloret-Cabot, M., & Ireson, A. (2024). Mathematical modelling of pressure induced freezing point depression within soils exhibiting strong capillary pressure effect. In W. M. Coombs (Ed.), UKACM Proceedings 2024 (pp. 52-55). UK Association for Computational Mechanics. https://doi.org/10.62512/conf.ukacm2024.079
• Spatial Variability of Soil Properties in Saudi Arabia: Estimation of Correlation Length
  
  Zhang, K., Lloret-Cabot, M., Zhang, W., & Kourdey, A. (2024). Spatial Variability of Soil Properties in Saudi Arabia: Estimation of Correlation Length. In W. M. Coombs (Ed.), UKACM Proceedings 2024 (pp. 105-108). UK Association for Computational Mechanics. https://doi.org/10.62512/conf.ukacm2024.016
• Numerical integration of the Glasgow Coupled Model (GCM)
  
  Lloret-Cabot, M., Wheeler, S. J., & Gens, A. (2023). Numerical integration of the Glasgow Coupled Model (GCM). In M. Bardanis (Ed.), E3S Web of Conferences. EDP Sciences. https://doi.org/10.1051/e3sconf/202338215007
• Numerical performance of different order explicit integration schemes with substepping and automatic error control
  
  Lloret-Cabot, M., & Sheng, D. (2023). Numerical performance of different order explicit integration schemes with substepping and automatic error control. Presented at 10th European Conference on Numerical Methods in Geotechnical Engineering, London. https://doi.org/10.53243/NUMGE2023-155
• Numerical modelling of water breakthrough in coarse soils initially at very low degree of saturation
  
  Scarfone, R., Lloret-Cabot, M., & Wheeler, S. J. (2018). Numerical modelling of water breakthrough in coarse soils initially at very low degree of saturation. In 7th International Conference on Unsaturated Soils 2018.

Conference Proceeding

• UKACM Proceedings 2024
  
  Coombs, W. M. (Ed.). (2024). UKACM Proceedings 2024. UK Association for Computational Mechanics and Durham University. https://doi.org/10.62512/conf.ukacm2024

Journal Article

• Quantifying the effects of vibro-compaction on soil heterogeneity and geotechnical uncertainty
  
  Lloret-Cabot, M., Zhang, K., Zhang, W., Kourdey, A., & Hicks, M. A. (2025). Quantifying the effects of vibro-compaction on soil heterogeneity and geotechnical uncertainty. Georisk. Advance online publication. https://doi.org/10.1080/17499518.2025.2478636
• A hysteretic hydraulic constitutive model for unsaturated soils and application to capillary barrier systems
  
  Scarfone, R., Wheeler, S. J., & Lloret-Cabot, M. (2022). A hysteretic hydraulic constitutive model for unsaturated soils and application to capillary barrier systems. Geomechanics for Energy and the Environment, 30, Article 100224. https://doi.org/10.1016/j.gete.2020.100224
• Assessing the accuracy and efficiency of different order implicit and explicit integration schemes
  
  Lloret-Cabot, M., & Sheng, D. (2022). Assessing the accuracy and efficiency of different order implicit and explicit integration schemes. Computers and Geotechnics, 141, Article 104531. https://doi.org/10.1016/j.compgeo.2021.104531
• Numerical integration of an elasto-plastic critical state model for soils under unsaturated conditions
  
  Lloret-Cabot, M., Wheeler, S. J., Gens, A., & Sloan, S. W. (2021). Numerical integration of an elasto-plastic critical state model for soils under unsaturated conditions. Computers and Geotechnics, 137, Article 104299. https://doi.org/10.1016/j.compgeo.2021.104299
• Conceptual Hydraulic Conductivity Model for Unsaturated Soils at Low Degree of Saturation and Its Application to the Study of Capillary Barrier Systems
  
  Scarfone, R., Wheeler, S. J., & Lloret-Cabot, M. (2020). Conceptual Hydraulic Conductivity Model for Unsaturated Soils at Low Degree of Saturation and Its Application to the Study of Capillary Barrier Systems. Journal of Geotechnical and Geoenvironmental Engineering, 146(10), Article 04020106. https://doi.org/10.1061/%28asce%29gt.1943-5606.0002357
• A bounding surface mechanical model for unsaturated cemented soils under isotropic stresses
  
  Bruno, A. W., Gallipoli, D., Rouainia, M., & Lloret-Cabot, M. (2020). A bounding surface mechanical model for unsaturated cemented soils under isotropic stresses. Computers and Geotechnics, 125, Article 103673. https://doi.org/10.1016/j.compgeo.2020.103673
• Reply to “Discussion of “From saturated to unsaturated conditions and vice versa” by M. Lloret-Cabot et al. (DOI 10.1007/s11440-017-0577-6)” by S. Qi et al. (DOI 10.1007/s11440-017-0625-2)
  
  Lloret-Cabot, M., Wheeler, S. J., Pineda, J. A., Romero, E., & Sheng, D. (2018). Reply to “Discussion of “From saturated to unsaturated conditions and vice versa” by M. Lloret-Cabot et al. (DOI 10.1007/s11440-017-0577-6)” by S. Qi et al. (DOI 10.1007/s11440-017-0625-2). Acta Geotechnica, 13(2), 493-495. https://doi.org/10.1007/s11440-017-0626-1
• From saturated to unsaturated conditions and vice versa
  
  Lloret-Cabot, M., Wheeler, S. J., Pineda, J. A., Romero, E., & Sheng, D. (2018). From saturated to unsaturated conditions and vice versa. Acta Geotechnica, 13(1), 15-37. https://doi.org/10.1007/s11440-017-0577-6
• A unified mechanical and retention model for saturated and unsaturated soil behaviour
  
  Lloret-Cabot, M., Wheeler, S. J., & Sánchez, M. (2017). A unified mechanical and retention model for saturated and unsaturated soil behaviour. Acta Geotechnica, 12(1), 1-21. https://doi.org/10.1007/s11440-016-0497-x
• Error behaviour in explicit integration algorithms with automatic substepping
  
  Lloret-Cabot, M., Sloan, S. W., Sheng, D., & Abbo, A. J. (2016). Error behaviour in explicit integration algorithms with automatic substepping. International Journal for Numerical Methods in Engineering, 108(9), 1030-1053. https://doi.org/10.1002/nme.5245
• Benchmarking selection of parameter values for the Barcelona basic model
  
  D’Onza, F., Wheeler, S., Gallipoli, D., Barrera Bucio, M., Hofmann, M., Lloret-Cabot, M., Lloret Morancho, A., Mancuso, C., Pereira, J.-M., Romero Morales, E., Sánchez, M., Solowski, W., Tarantino, A., Toll, D., & Vassallo, R. (2015). Benchmarking selection of parameter values for the Barcelona basic model. Engineering Geology, 196, 99-118. https://doi.org/10.1016/j.enggeo.2015.06.022
• Message from 2014 Best Paper Award Winners
  
  Lloret-Cabot, M., Fenton, G. A., & Hicks, M. A. (2015). Message from 2014 Best Paper Award Winners. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 9(2), 58. https://doi.org/10.1080/17499518.2015.1056765
• Relative performance of two unsaturated soil models using different constitutive variables
  
  Lloret-Cabot, M., Wheeler, S. J., Pineda, J. A., Sheng, D., & Gens, A. (2014). Relative performance of two unsaturated soil models using different constitutive variables. Canadian Geotechnical Journal, 51(12), 1423-1437. https://doi.org/10.1139/cgj-2013-0462
• On the estimation of scale of fluctuation in geostatistics
  
  Lloret-Cabot, M., Fenton, G. A., & Hicks, M. A. (2014). On the estimation of scale of fluctuation in geostatistics. Georisk, 8(2), 129-140. https://doi.org/10.1080/17499518.2013.871189
• Unification of plastic compression in a coupled mechanical and water retention model for unsaturated soils
  
  Lloret-Cabot, M., Wheeler, S. J., & Sánchez, M. (2014). Unification of plastic compression in a coupled mechanical and water retention model for unsaturated soils. Canadian Geotechnical Journal, 51(12), 1488-1493. https://doi.org/10.1139/cgj-2013-0360
• Formulation of a three-dimensional constitutive model for unsaturated soils incorporating mechanical-water retention couplings
  
  Lloret-Cabot, M., Sánchez, M., & Wheeler, S. J. (2013). Formulation of a three-dimensional constitutive model for unsaturated soils incorporating mechanical-water retention couplings. International Journal for Numerical Methods in Engineering, 37(17), 3008-3035. https://doi.org/10.1002/nag.2176
• Investigation of the reduction in uncertainty due to soil variability when conditioning a random field using Kriging
  
  Lloret-Cabot, M., Hicks, M. A., & van den Eijnden, A. P. (2012). Investigation of the reduction in uncertainty due to soil variability when conditioning a random field using Kriging. Géotechnique Letters, 2(3), 123-127. https://doi.org/10.1680/geolett.12.00022